Index Properties Determination MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Index Properties Determination, a fundamental topic in the field of Geotechnical Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Index Properties Determination MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Index Properties Determination mcq questions that explore various aspects of Index Properties Determination problems. Each MCQ is crafted to challenge your understanding of Index Properties Determination principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Geotechnical Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Index Properties Determination MCQs are your pathway to success in mastering this essential Geotechnical Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Index Properties Determination. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Index Properties Determination knowledge to the test? Let's get started with our carefully curated MCQs!

Index Properties Determination MCQs | Page 2 of 13

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Q11.
The soviet liquid limit device is based on the principle of ___________
Discuss
Answer: (a).Station penetration
Q12.
The toughness index (It) is defined by the ratio of __________
Discuss
Answer: (b).It=IP/If
Q13.
The number of revolutions per second, at which the handle is rotated in process of finding the liquid limit is _________

a.

2

b.

7

c.

4

d.

9

Discuss
Answer: (a).2
Q14.
The cone which is used to penetrate the soil pat has a central angle of ___________
Discuss
Answer: (c).31 degree
Q15.
The plastic index is calculated from the relation ____________
Discuss
Answer: (b).IP = WL-WP
Q16.
One-point method, used for determining the liquid limit is majorly applicable for finding ________
Discuss
Answer: (c).Rough value
Q17.
The shear strength of the soil, at the liquid limit is ________
Discuss
Answer: (d).17.6 g/cm²
Q18.
The apparatus used for finding, WL value by static cone penetrometer method is _________
Discuss
Answer: (c).Cone penetration
Q19.
Which of the following apparatus does not include, in a determination of shrinkage limit?
Discuss
Answer: (c).Brass cup
Q20.
The density of the mercury, used in shrinkage limit apparatus is _________
Discuss
Answer: (a).13.6 g/cm³